CA_FTFW_MODO_VariousRoutes_Plans_100_4-22-21.pdf

AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14"

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS

SPECIFICATIONS:

LEAD DESIGNER

PROJECT LEADER, NWR

JACOBS

CA FTFW MODO VARIOUS ROUTES

Scale in Miles

D E P

A R T

M

E

NT

OF TRANSPO

R T

A T I O

N

U N

IT

E

D STATES OF

AME

R I C

A

PLANS FOR PROPOSED

PROJECT MANAGER

DENVER, COLORADO

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

FOR

PLANS PREPARED BY

APPROVED:

DATE:

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Slopes are expressed as RISE:RUN

U.S. CUSTOMARY DIMENSIONS:

Know what'sbelow.

before you dig.Call

R www.call811.com

N

Eureka

San

Francisco

Los

Angeles

San

Diego

Sacramento

OREGON

N

EV

A D

A

ARIZONA

I-40

I-10

I-8

I-5 U

S

MEXICO

Redding

CALIFORNIA

STATE OF CALIFORNIA

KEY MAP

Accessibility and Parking Lot Improvements

Pavement Preservation, Aggregate Base Road Rehabilitation, TYPE OF CONSTRUCTION:

EISENBRAUN

DOROTHY

A1

Option X

Area Project Area

Ronnie Ryno Trail Parking

Option Y

Area Project Area

South Boat Ramp Parking

Schedule A

Project Area

Visitor Center Parking Area

Schedule A

Project Area

North Dorris Reservoir

Schedule A

Project Area

Ronnie Ryno Trail

Project Location

OPTION Y LENGTH 0.1 MILES

OPTION X LENGTH 0.1 MILES

SCHEDULE A LENGTH 3.14 MILES

MODOC COUNTY, CALIFORNIA

MODOC NATIONAL WILDLIFE REFUGE

ROUTES 010, 900, 901, AND 300

C76561 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC AI

NROFILAC FO E

TAT

S

G G

OL

LEK .E YE

L H

S A

T501, 904, 905, 907, 908, AND 909)

(ALSO INCLUDED ROUTES 103, 104,

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CHIEF OF ENGINEERING

RECOMMENDED:

DATE:

U s e r D

E N

P W

P _ Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g A

T it

M D .d g n

STATE PROJECT

NUMBER

SHEET

04/22/2021

05/10/2021

04/23/2021See Concurrence Letter from FWS

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

DI

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Fence (Existing, Proposed)

Material Source

Boring Location (Existing, Proposed)

Riprap Apron (Proposed)

Underdrain (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

With Headwalls (Existing, Proposed)

With End Sections (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

Box Culvert (Existing, Proposed)

Bridge (Existing, Proposed)

Spring

River

Wetland

Large Creek

Lake, Pond or Reservoir

Drainage or Small Creek

Flow Arrow

Ditch (Existing, Proposed)

SPRING

D jt.J int.

incr.

incl.

IDI

hwy.

HW

horiz.

hex.

HES

hdwl.H gdr.

galv.

ga.G ftg.

fin.

FES

Fed.

f.f.F ext.

exp. jt.

exc.

EW

et ux et al

ER

EQ or eq.

EOP

engr(s).

emb.

elev.

El. 94.066 e

EE

dwg(s).

DLC

Dist.

dist.

diaph.

diag.

dia. or D

DI

DHV

decr.D culv.

CTSM

ctrs.

CS

cr.

corr.

cont.

constr. jt.

constr.

conc.

col.

Co.

CMP

clr.

c-c

CBCC

brg.

br.

BP

BM

BK

beg.

b.f.B asph.

appr.

alt.

AH

aggr.

ADT

abut.A west vertical point of intersection vehicles per hour vertical design speed typical point of tangent to spiral transverse temporary construction easement temporary bench mark tangent township tangent length symmetrical structural straight stiffener standard station point of spiral to tangent street specification spacing, Spaces or Spaced shoulder section point of spiral to curve seasonal average daily traffic south route right reference hub retaining wall

Reservation reservoir required reinforcement reconstruction roadway road right-of-way range radius quantities pavement point of tangent pounds per square inch project point on tangent point on spiral point on curve plate point of intersection perforate point of compound curve point of curve outside diameter other face on centers number negative normal crown north mountain(s) monument minimum maximum material maintenance magnetic low water left lump sum longitudinal latitude lamination length of curve

WW

VPI

vph vert.

VV

typ.

TS

transv.

TCE

TBM

tan.

T.

TT

sym.

struc.

str.

stiff.

std.

sta.

ST

st.

spec.

spa.

shldr.

sec.

SC

SADT

SS

rte.

Rt. or RT

RH

ret. wall

Res.

res.

reqd.

reinf.

reconst.

rdwy.

rd.

R/W

R.

RR

quant., QtyQ pvmt.

PT

psi proj.

POT

POS

POC

pl.

PI

perf.

PCC

PCP

OD

o.f.

o.c.O

no. or # neg.

NC

NN

mtn(s).

mon.

min.

max.

matl.

maint.

mag.M

LW

Lt. or LT

LPSM

long.

lat.

lam.

LL

EROSION & SEDIMENT CONTROL SYMBOLS

joint interior increment inclusive,including inside diameter highway high water horizontal hexagon homestead entry survey headwall girder galvanized gage (gauge) footing finish flared end section federal fill face exterior expansion joint excavation edge of water and wife and others edge of road equation edge of pavement

Engineer(s) embankment elevation elevation with number superelevation rate east drawing(s) donation land claim district distance diaphragm diagonal diameter drop inlet design hour volume decrement culvert contingent sum centers point of curve to spiral creek corrugated continuous construction joint construction concrete column county corrugated metal pipe clear center to center concrete box culvert bearing bridge balance point bench mark back beginning,begin both faces asphalt approach alternate ahead aggregate average daily traffic abutment diameter curve delta centerline

Ø

Riprap

Rolled Erosion Control Product

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

Fiber Roll (Slope Protection)

Temporary Inlet Protection

Silt Fence

Fiber Roll (Ditch and/or Cut Slope)

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

A2

C76561 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC AI

NROFILAC FO E

TAT

S

G G

OL

LEK .E YE

L H

S A

Various Routes

CA FTFW MODO

CA

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

04/14/2021

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

Boulder

Micro Surfacing, Type 2

A3

Timber Wheel Stop

Paid by the MILE per Bid Item 30301-6000

18' Roadway Reconditioning, Paid by the MILE per Bid Item 30301-6000

20' Roadway Reconditioning, Paid by the SQYD per Bid Item 30303-2000

Parking Area Aggregate Surface Reconditioning, C76561 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC AI

NROFILAC FO E

TAT

S

G G

OL

LEK .E YE

L H

Various Routes

CA FTFW MODO

CA

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

36 31

36 31

6 1

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS PROJECT SPECIFIC SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

SIGN SYMBOLS

UTILITY SYMBOLS

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

Guardwall (Existing, Proposed)

Guardrail (Existing, Proposed)

GUARDRAIL, BARRIER & WALL SYMBOLS

Post Mounted (Existing, Proposed)

Portable (Proposed)

Delineator (Existing, Proposed)

Commercial (Existing, Proposed)

Signs

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone

Sanitary Sewer

Power

Oil

Gas

Fiber Optic

CATV

Underground Utility (Existing, Proposed)

Telephone Pedestal (Existing, Proposed)

Telephone Booth (Existing, Proposed)

Street Light (Existing, Proposed)

Support Pole Anchor (Existing, Proposed)

Support Pole (Existing, Proposed)

Surface (Existing, Proposed)

Underground (Existing, Proposed)

Irrigation Ditch

999.9

Roadway Obliteration

Roadway Centerline (With Station ticks)

Proposed

Existing

Edge of Roadway

Toe of Fill

Transition

Top of Cut

Slope Stake Limits

Clearing/Construction Limits

Survey Control Point

Trail

Spot Elevation

Double Track

Single Track

Railroad

North Arrow

Coordinate Grid Tick

Building (Existing, Proposed)

Section Corner (Found)

Section Corner (Found, Projected)

Section Corner (Found, Projected)

Right-of-Way Line (Proposed)

Right-of-Way Line (Existing)

Property Line

Parcel Number

Monument (As described)

Temporary (Proposed)

Permanent (Proposed)

Permanent (Existing)

Easements

National Wildlife Refuge

National Park

National Forest

Bureau of Land Management

Bureau of Indian Affairs

Section

Section

Section

Township or Range Line

City

County

State

National

Boundaries

STATE PROJECT

NUMBER

SITE MAP

4000'2000'0

Scale in Feet

A4

Alturas

Pine Creek Ditch

Pit R ive r

Nor th F or k

Teal Pond

Duck Pond

CR 56 (Parker Creek Rd)

C R

Cree k Rd

)CR 56

(Pa rker

C R

Hwy 299

Hwy 3

LEGEND:

Refuge Boundaries

Public Access Point

Reservoir Routes

Access point to Dorris

H w y

Reservoir

Dorris

Schedule A

Dees Point Road

North Dorris Reservoir Route 104

Schedule A

North Dorris Reservoir Road

North Dorris Reservoir Route 103

Schedule A

North Dorris Dam Parking Area

North Dorris Reservoir Route 908

P it R iv e r

S o u th F o rk

Schedule A

Route T501

Ronnie Ryno Trail

Pond

Goose

Auto Tour Loop

Schedule A

Dees Point Parking Area

North Dorris Reservoir Route 909

Schedule A

North Dorris Loop Parking Area

North Dorris Reservoir Route 907

Option Y

Parking Area

South Boat Ramp Route 905

Option X

Parking Area Route 904

Ronnie Ryno Trail

Schedule A

Route 900

Visitor Center Parking Area

Access Road

Maintenance

C76561 R E

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NI

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ANOISSEFORP DERET

SI

G E

R

LIVIC AI

NROFILAC FO E

TAT

S

G G

OL

LEK .E YE

L H

S A

NOTE:

1.

Staging Area Locations.

See C and D Series for

U s e r D

E N

P W

P _ Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g A m a p

M D .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

TYPICAL SECTION

NO SCALE

NOTES:

Micro-Surfacing, Type 2

Varies Var ies

Grade Varies

Construction LimitsConstruction Limits

Existing asphalt surface

A5

5' Trail Width

RT# T501

MICRO SURFACING

TYPICAL SECTION

Sheet 1 of 2

Micro-Surfacing, Type 2

Varies Var ies

Grade Varies

Construction LimitsConstruction Limits

Existing asphalt surface

RT# 900

MICRO SURFACING

TYPICAL SECTION

for parking area dimensions

See Surfacing Tabulation sheets surfacing. See C and D Series for locations.

Patch surface and seal/fill cracks prior to micro appurtenances during all surface treatment operations.

concrete barriers, water valves, and all other

Protect project asphalt curbs, concrete curb & gutter, extent of asphalt surface treatment.

Refer to Surfacing Tabulation Sheet B5 for width and

3.

2.

1.

C76561 R E

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ANOISSEFORP DERET

SI

G E

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LIVIC AI

NROFILAC FO E

TAT

S

G G

OL

LEK .E YE

L H

U s e r D

E N

P W

P _ Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g A ty p M

D .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

TYPICAL SECTION

NOTES:

A6

5.

4.

3.

2.

1.

See C Series for Roadway Width

4.

6" Aggregate base

18'-20'

Roadway Reconditioning

Construction Limits

Varies Varies

3.0% 3.0% flatter

1:2 or 1:3 m in ty p

Original Ground fla tte r1:

or

1:3

RT# 103 AND 104

(6 INCH OVERLAY)

AGGREGATE BASE SURFACING

TYPICAL SECTION

6" Aggregate base

Construction Limits

Original Ground for parking area dimensions See Surfacing Tabulation sheets

Aggregate Surfacing Reconditioning

RT# 907, 908 AND 909

(6 INCH OVERLAY)

AGGREGATE BASE SURFACING

TYPICAL SECTION

Grade Varies

Sheet 2 of 2

Limits of seeding and mulching.

Roadway Reconditioning Bid Item 30301-6000.

Recondition existing roadside ditches. Work incidental to

CO and per Detail C204-51.

Subexcavation may be required at the direction of the appurtenances during all surface treatment operations.

concrete barriers, water valves, and all other

Protect project asphalt curbs, concrete curb & gutter, extent of aggregate base treatment.

Refer to Surfacing Tabulation Sheet B5 for width and

5.5.

C76561 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC AI

NROFILAC FO E

TAT

S

G G

OL

LEK .E YE

L H

U s e r D

E N

P W

P _ Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g A ty p M

D .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

Sheet and Description

B5 B5 B5 B5 B6 B6

REMOVAL

SUMMARY

SURFACING

SUMMARY

DRAINAGE

SUMMARY

EROSION

CONTROL

SUMMARY

SIGNING

AND

STRIPING

SUMMARY

MISC.

SUMMARY Allowance Bid

Schedule

A1000 15101-0000 MOBILIZATION LPSM ALL

A1010 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A1020 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A1030 15401-0000 CONTRACTOR TESTING LPSM ALL

A1040 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A1050 15701-0000 SOIL EROSION CONTROL LPSM ALL

A1060 15720-0000 STORM WATER POLLUTION

PREVENTION PLAN LPSM ALL

A1070 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A1080 20304-1000 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS LPSM All ALL

A1090 20402-0000 SUBEXCAVATION CUYD 100 As directed by CO

A1100 25125-0000 BOULDER (SECURITY) EACH 20 5 25

A1110 30202-2100 ROADWAY AGGREGATE, METHOD 2,

SURFACE COURSE TON 8905 595 9,500

A1120 30301-6000 ROADWAY RECONDITIONING MILE 2.1 0.1 2.2

A1130 30303-2000 AGGREGATE SURFACE

RECONDITIONING SQYD 3,032 468 3,500

A1140 40901-2000 MICRO SURFACING, TYPE 2 SQYD 3,573 127 3,700

A1150 41401-3000 CRACKS, CLEANING AND FILLING LNFT 245 5 250

A1160 41402-2000 CRACKS, CLEANING AND SEALING MILE 1.15 0.05 1.2 5-foot wide lane mile

A1170 41801-2000 ASPHALT CONCRETE PAVEMENT

PATCH, TYPE 2 SQYD 93 7 100

A1180 50101-0600 MINOR CONCRETE PAVEMENT,

REINFORCED, 6-INCH DEPTH SQYD 38 2 40

A1190 60201-0600 18-INCH PIPE CULVERT LNFT 30 5 35

A1200 60210-0600 END SECTION FOR 18-INCH PIPE

CULVERT EACH 2 2

A1210 60704-0000 CLEANING CULVERT IN PLACE EACH 1 1

A1220 60915-1000 WHEELSTOP, CONCRETE EACH 1 1

A1230 60920-0000 RESET WHEELSTOP EACH 8 8

A1240 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 40

A1250 62201-0350 BACKHOE HOUR 40

A1260 62201-0850 WHEEL LOADER, 1 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 40

A1270 62201-2360 VACUUM SWEEPER HOUR 40

A1280 62201-2750 MOTOR GRADER HOUR 40

A1290 62301-0000 GENERAL LABOR HOUR 40

MileStone: 100% Design Date Completed: 04/13/21 Report Date: 04/13/21

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-A pr

-2

:3

A M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

C

U se rs \t ho w ar d2

.J

EG

\D es kt op

\M od oc _B itt er

C re ek \E st im at e\

S O

Q \4

-1 3-

SO

Q

_4 -1

3-

.x ls m ]S he et

STATE PROJECT

B1CA FTFW MODO

VARIOUS ROUTESCA

SHEET

NUMBER

B5 B5 B5 B5 B6 B6

REMOVAL

SUMMARY

SURFACING

SUMMARY

DRAINAGE

SUMMARY

EROSION

CONTROL

SUMMARY

SIGNING

AND

STRIPING

SUMMARY

MISC.

SUMMARY Allowance Bid

Schedule

A1300 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 14,550 950 15,500

A1310 62516-2000 MULCHING, HYDRAULIC METHOD SQYD 14,550 950 15,500

A1320 63301-0000 SIGN SYSTEM EACH 1 1

A1330 63401-0700 PAVEMENT MARKINGS, TYPE D,

SOLID LNFT 380 70 450

A1340 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 3 3

A1350 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

-A pr -2

:3

A M

MileStone: 100% Design Date Completed: 04/13/21 Report Date: 04/13/21

C

U se rs \t ho w ar d2

.J

EG

\D es kt op

\M od oc _B itt er

C re ek \E st im at e\

S O

Q \4

-1 3-

SO

Q

_4 -1

3-

.x ls m ]S he et

2)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B2CA FTFW MODO

VARIOUS ROUTESCA

SHEET

B7 B7 B7

REMOVAL

SUMMARY

SIGNING

AND

STRIPING

SUMMARY

MISC.

SUMMARY Allowance Bid

Schedule

X1000 15101-0000 MOBILIZATION LPSM ALL

X1010 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

X1020 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X1030 15401-0000 CONTRACTOR TESTING LPSM ALL

X1040 15701-0000 SOIL EROSION CONTROL LPSM ALL

X1050 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

X1060 20304-1000 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS LPSM All ALL

X1070 50101-0600 MINOR CONCRETE PAVEMENT,

REINFORCED, 6-INCH DEPTH SQYD 104 6 110

X1080 60915-1000 WHEELSTOP, CONCRETE EACH 2 2

X1090 61501-0100 SIDEWALK, CONCRETE SQYD 147 8 155

X1100 61901-2300 FENCE, SPLIT RAIL (SINGLE

RAIL) LNFT 260 40 300

X1110 61904-0000 BOLLARD POST (REMOVABLE) EACH 6 6

X1120 62201-0350 BACKHOE HOUR 24

X1130 62301-0000 GENERAL LABOR HOUR 24

X1140 63301-0000 SIGN SYSTEM EACH 2 2

X1150 63401-0700 PAVEMENT MARKINGS, TYPE D,

SOLID LNFT 140 30 170

X1160 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 2 2

X1170 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

-A pr -2

:2

PM

MileStone: 100% Design Date Completed: 04/22/21 Report Date: 04/22/21

C

U se rs \t ho w ar d2

.J

EG

\D es kt op

\M od oc _B itt er

C re ek \E st im at e\

S O

Q \4

-1 3-

SO

Q

_4 -2

2-

.x ls m ]S he et

3)

SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B3CA FTFW MODO

VARIOUS ROUTESCA

SHEET

04/22/2021

B8 B8 B8

REMOVAL

SUMMARY

SIGNING

AND

STRIPING

SUMMARY

MISC.

SUMMARY Allowance Bid

Schedule

Y1000 15101-0000 MOBILIZATION LPSM ALL

Y1010 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

Y1020 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

Y1030 15401-0000 CONTRACTOR TESTING LPSM ALL

Y1040 15701-0000 SOIL EROSION CONTROL LPSM ALL

Y1050 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

Y1060 20304-1000 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS LPSM All ALL

Y1070 50101-0600 MINOR CONCRETE PAVEMENT,

REINFORCED, 6-INCH DEPTH SQYD 48 7 55

Y1080 60915-1000 WHEELSTOP, CONCRETE EACH 1 1

Y1090 61501-0100 SIDEWALK, CONCRETE SQYD 83 7 90

Y1100 62201-0350 BACKHOE HOUR 16

Y1110 62301-0000 GENERAL LABOR HOUR 16

Y1120 63301-0000 SIGN SYSTEM EACH 1 1

Y1130 63401-0700 PAVEMENT MARKINGS, TYPE D,

SOLID LNFT 120 30 150

Y1140 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 1 1

Y1150 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

-A pr -2

:2

PM

MileStone: 100% Design Date Completed: 04/22/21 Report Date: 04/22/21

C

U se rs \t ho w ar d2

.J

EG

\D es kt op

\M od oc _B itt er

C re ek \E st im at e\

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Q \4

-1 3-

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Q

_4 -2

2-

.x ls m ]S he et

4)

SUMMARY OF QUANTITIES - Option Y

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B4CA FTFW MODO

VARIOUS ROUTESCA

SHEET

04/22/2021

B5

SCHEDULE A

REMOVAL SUMMARIES

SURFACING, DRAINAGE AND

C76561 R E

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ANOISSEFORP DERET

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G E

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LIVIC AI

NROFILAC FO E

TAT

S

G G

OL

LEK .E YE

L H

U s e r D

E N

P W

P _ Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g B s u m M

D .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

B6

SCHEDULE A

MISCELLANEOUS SUMMARIES

TRAFFIC AND

C76561 R E

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NROFILAC FO E

TAT

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LEK .E YE

L H

U s e r D

E N

P W

P _ Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g B s u m M

D .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

OPTION X

MISCELLANEOUS SUMMARIES

B7

C76561 R E

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NE

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ANOISSEFORP DERET

SI

G E

R

LIVIC AI

NROFILAC FO E

TAT

S

G G

OL

LEK .E YE

L H

U s e r D

E N

P W

P _ Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g B s u m M

D .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

OPTION Y

MISCELLANEOUS SUMMARIES

B8

C76561 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC AI

NROFILAC FO E

TAT

S

G G

OL

LEK .E YE

L H

U s e r D

E N

P W

P _ Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g B s u m M

D .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

LEGEND:

C1

T ra il

R o a d

Co un ty

Ro ad

Pi n e

C re ek

400'200'0

Scale in Feet

Ra ilr oa d

Ronnie Ryno Trail Route T501

Micro Surfacing, Type 2

RONNIE RYNO TRAIL RT# T501

Staging Area

Vegetation Removal3.

4.

3.

2.

1.

NOTES:

no additional disturbance.

existing improved areas, with

Limit staging area activities to and Sealing.

41402-2000 Cracks, Cleaning

Payment incidental to Bid Item paved trail. See Special 414-A.

Remove vegetation growing in to be determined by the CO.

Locations and extent of patches prior to Micro Surfacing.

Patch Asphalt per Special 414-A

414-A prior to Micro Surfacing.

Fill and Seal Cracks Per Special

See D Series for layout

Option X, Parking Area Route 904, Ronnie Ryno Trail

4.

C76561 R E

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ANOISSEFORP DERET

SI

G E

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LIVIC AI

NROFILAC FO E

TAT

S

G G

OL

LEK .E YE

L H

U s e r D

E N

P W

P _ Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g C p ln

M D .d g n

STATE PROJECT

NUMBER

U s e r D

E N

P W

P _ Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g C p ln

M D .d g n

800'400'0

Scale in Feet

See D Series for layout

North Dorris Dam Parking Area, North Dorris Reservoir Route 908

See D Series for layout

North Dorris Loop Parking Area, North Dorris Reservoir Route 907

See D Series for layout

Dees Point Parking Area, North Dorris Reservoir Route 909

C2

Dees Point Road

North Dorris Reservoir Route 104

LEGEND:

North Dorris Reservoir Road

Route 103

North Dorris Reservoir

Dorris Reservoir

Dee s Po int R d

N o rt h D o rr is R e se rv o ir R d

Coun ty R d 56

Series for layout pavement pad, See D

Reinforced concrete culvert in place.

Clean existing with flared end sections.

with 18" x 30' CMP culvert pipe culvert and replace

Remove existing 12-inch

18' to 20' width

50' transition from

18' to 20' width

50' transition from

RT# 103 AND 104

NORTH DORRIS RESERVOIR

Paid by the MILE per Bid Item 30301-6000

18' Roadway Reconditioning, Paid by the MILE per Bid Item 30301-6000

20' Roadway Reconditioning, Paid by the SQYD per Bid Item 30303-2000

Parking Area Aggregate Surface Reconditioning, NOTE:

1.

no additional disturbance.

existing improved areas, with staging area activities to

Potential staging area. Limit

1.

1.

1.

1.

C76561 R E

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NROFILAC FO E

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S

G G

OL

LEK .E YE

L H

S A

STATE PROJECT

NUMBER

U s e r D

E N

P W

P _ Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g D p ln

M D .d g n

60'30'0

Scale in Feet

LEGEND:

30'9

90' wheelstop, typ.

Remove and reset

Micro Surfacing, Type 2

D1

1.

Residence

Visitor Center

Facilities

Maintenance

Refuge coordinate final limits with CO

Remove existing pavement, South Parking Lot

See Special 634-B

Van accessible aisle

Match existing location

See Special 634-B

4" Solid white striping, typ.

See Special 634-A marking, typ.

Accessible symbol

Staging Area 4.

RT# 900

VISITOR CENTER PARKING

NOTES:

additional disturbance.

existing improved areas, with no

Limit staging area activities to to be determined by the CO.

Locations and extent of patches prior to Micro Surfacing.

Patch Asphalt per Special 414-A

414-A prior to Micro Surfacing.

Fill and Seal Cracks Per Special sidewalk and signage.

Protect existing concrete curb, 4.

3.

2.

1.

for 3 days after micro surfacing.

flagging to restrict vehicle traffic

Install temporary barricades or 5.

C76561 R E

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ANOISSEFORP DERET

SI

G E

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LIVIC AI

NROFILAC FO E

TAT

S

G G

OL

LEK .E YE

L H

S A

STATE PROJECT

NUMBER

U s e r D

E N

P W

P _ Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g D p ln

M D .d g n

C o u n ty R o a d

60'30'0

Scale in Feet

Dorris Reservoir

LEGEND:

N o rt h D o rr is R e se rv o ir R d

D2

Paid by the MILE per Bid Item 30301-6000

18' Roadway Reconditioning, Paid by the MILE per Bid Item 30301-6000

20' Roadway Reconditioning, to remain

Existing boulders timber wheel stops

Remove existing

NORTH DORRIS DAM PARKING AREA

NORTH DORRIS RESERVOIR RT# 908

Paid by the SQYD per Bid Item 30303-2000

Parking Area Aggregate Surface Reconditioning, 2.

NOTES:

minimum to provide stable placement.

Embed security boulders 6-inches surfacing, and boulder placement with CO.

Coordinate final limits of reconditioning, 2.

1.

diameter.

type with 3 feet minimum center. Match existing boulder maximum spacing, center to

Install security boulders at 8'

C76561 R E

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ANOISSEFORP DERET

SI

G E

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LIVIC AI

NROFILAC FO E

TAT

S

G G

OL

LEK .E YE

L H

S A

Parking Area

North Dorris Dam

STATE PROJECT

NUMBER

U s e r D

E N

P W

P _ Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g D p ln

M D .d g n

60'30'0

Scale in Feet

LEGEND:

Dorris Reservoir

N o r th D o r r is R e s e r v o ir R d

D3

NORTH DORRIS LOOP PARKING AREA

NORTH DORRIS RESERVOIR RT# 907

Paid by the MILE per Bid Item 30301-6000

18' Roadway Reconditioning, Paid by the MILE per Bid Item 30301-6000

20' Roadway Reconditioning, Paid by the SQYD per Bid Item 30303-2000

Parking Area Aggregate Surface Reconditioning, and surfacing with CO.

Coordinate final limits of reconditioning placement of Aggregate Base surfacing.

Recondition parking area prior to

NOTE:

1.

and surfacing with CO.

Coordinate final limits of reconditioning

Route 907

North Dorris Reservoir Loop

C76561 R E

E

NI

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NE

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ANOISSEFORP DERET

SI

G E

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LIVIC AI

NROFILAC FO E

TAT

S

G G

OL

LEK .E YE

L H

S A

STATE PROJECT

NUMBER

U s e r D

E N

P W

P _ Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g D p ln

M D .d g n

60'30'0

Scale in Feet

Dorris Reservoir

Dees Po int Rd

LEGEND:

1.

DETAIL A

D4

DEES POINT PARKING AREA

NORTH DORRIS RESERVOIR RT# 909

Paid by the MILE per Bid Item 30301-6000

18' Roadway Reconditioning, Paid by the MILE per Bid Item 30301-6000

20' Roadway Reconditioning, Paid by the SQYD per Bid Item 30303-2000

Parking Area Aggregate Surface Reconditioning, 3.

NOTES:

surfacing with CO.

Coordinate final limits of reconditioning and restroom sidewalk.

Match Finish Grade elevation of existing

1.8% maximum slope in any direction.

of the Architectural Barriers Act (ABA) with to meet the minimum Technical Requirements

Construct Accessible Parking space and route

3.

2.

1.

C76561 R E

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LIVIC AI

NROFILAC FO E

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G G

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LEK .E YE

L H

S A existing grade break base surfacing to

Extend aggregate

See Special 501-A

Pavement Pad, 6" Depth

17' x 20' Reinforced Concrete by others.

Sign to be relocated

Existing Informational by others.

Sign to be relocated

Existing Informational restroom entrance

Match grade at restroom existing vault

Do not disturb existing monument

Do not disturb

See Special 634-A and 634-B marking and signage typ.

Accessible aisle, symbol

Parking Area

Dees Point

See Special 609-A with drain

Concrete Wheelstop

149'±

See Detail A

Pad, 6" Depth

Concrete Pavement

17'x20' Reinforced

3.

STATE PROJECT

NUMBER

U s e r D

E N

P W

P _ Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g D p ln

M D .d g n

60'30'0

Scale in Feet

See Special 633-A

Bollard, typ.

See Special 633-A

Bollard, typ.

DETAIL A

5' concrete sidewalk

Detail A

D5 and limits with CO.

Coordinate final location

See Special 619-A.

Split Rail Fence, R o n n ie R y n o T ra il

R o n n ie R y n o T ra il

2.

restroom entrance

Match grade at

1.

relocated by others

Existing kiosk to be

(OPTION X)

PARKING AREA RT# 904

RONNIE RYNO TRAIL

See Special 634-A and 634-B marking and signage, typ.

Accessible aisle, symbol

See Special 615-A

5' Wide Concrete Sidewalk

NOTES:

3.

2.

1.

concrete trail existing asphalt

Remove 160 SF relocated by others

Existing kiosk to be

Staging Area 3.

additional disturbance.

existing improved areas, with no

Limit staging area activities to slope.

(ABA) with 5% maximum running per the Architectural Barriers Act

Recreation Access Route (ORAR)

Requirements for an Outdoor meet the minimum Technical

Construct concrete sidewalk to in any direction.

(ABA) with 1.8% maximum slope of the Architectural Barriers Act minimum technical requirements spaces and route to meet the

Construct accessible parking

See Special 609-A with drain, typ.

Concrete wheelstop

See Special 501-A and 501-B

Concrete Pad, 6" Depth

31'x30' Reinforced Pavement vault restroom

Do not disturb existing outside of parking stalls.

accessible path of travel

Minimum 5' wide

2.

See Special 615-A

Sidewalk

5' Wide Concrete concrete sidewalk.

full depth AC patch to match edge of trail for sidewalk construction. Install

Sawcut and remove 1-ft of existing concrete sidewalk.

full depth AC patch to match edge of trail for sidewalk construction. Install

Sawcut and remove 1-ft of existing

C76561 R E

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ANOISSEFORP DERET

SI

G E

R

LIVIC AI

NROFILAC FO E

TAT

S

G G

OL

LEK .E YE

L H

S A

STATE PROJECT

NUMBER

U s e r D

E N

P W

P _ Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g D p ln

M D .d g n

60'30'0

Scale in Feet

Dorris Reservoir

DETAIL A

pad and sidewalk existing concrete

Remove and replace

NOTES:

1.

sidewalk limits

Match existing

Detail A

D6 pad and sidewalk

Remove existing concrete 2.

(OPTION Y)

PARKING AREA RT# 905

SOUTH BOAT RAMP

restroom existing vault

Do not distrub existing concrete pad

Do not disturb fishing pier existing wooden

Do not disturb existing concrete pad

Do not disturb

Information Sign

Do not disturb existing

Match existing location.

See Special 615-A.

5' Wide Concrete Sidewalk.

634-B

See Special 634-A and marking and signage

Accessible aisle, symbol existing boat ramp

Do not disturb 3.

3.

2.

1.

Staging Area

See Special 501-A and 502-B

Pavement Pad, 6" Depth

17'x25' Reinforced Concrete accessible path of travel

Minimum 5' wide

See Special 609-A

Concrete wheelstop with drain areas, with no additional disturbance.

Limit staging area activities to existing improved

Act (ABA) with 5% maximum running slope.

Access Route (ORAR) per the Architectural Barriers

Technical Requirements for an Outdoor Recreation

Construct concrete sidewalk to meet the minimum slope in any direction.

Architectural Barriers Act (ABA) with 1.8% maximum the minimum technical requirements of the

Construct accessible parking space and route to meet existing boardwalk

Match elevation at

C76561 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC AI

NROFILAC FO E

TAT

S

G G

OL

LEK .E YE

L H

S A

STATE PROJECT

NUMBER

F1

C76561 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC AI

NROFILAC FO E

TAT

S

G G

OL

LEK .E YE

L H

U s e r D

E N

P W

P _ Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g F c

M D .d g n

DETAIL APPROVED FOR USE 12/2012

SUBEXCAVATION

NO SCALE C204-51

See bench detail than 2 ft Bench if greater Varies (2 ft typ.)

max.

2 ft

1 ft min.

6.

5.

4.

3.

2.

1.

NOTE:

the CO.

not construct slopes steeper than 1:2 unless approved by slope adjustments to match the subgrade hinge point. Do

At daylight locations, match the existing fill slope or make roadway cross slope when steeper than 2%.

toward the daylight for drainage, or match the existing subgrade hinge point. Slope the excavation bottom 2%

Daylight to drain when the excavation is within 4 ft of the every 2 ft of subexcavation depth.

in bottom layers. Provide a 1 ft min. bench width for

Widen top of subexcavation area to allow for bench width

Do not place backfill material within the structural section.

Minimum subexcavation dimensions are 6 ft wide x 6 ft long.

unless otherwise specified.

Replace unsuitable material according to Subsection 204.07

REVISED: 08/2014

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

See typical sections for structural section

Finished grade

Backfill with material according to Section 204

TYPICAL SECTION

SUBEXCAVATION

Geotextile

BENCH DETAIL

Total subexcavation width

Width of need according to Section 204

Backfill with material structural section

See typical sections for

Finished grade

STATE PROJECT

NUMBER

K1

CRACK SEALING AND FILLING

CRACK SEALING CRACK FILLING

Seal crack with hot applied crack sealant with existing surface

Strike off material flush

1/4" to 1" Greater than 1" flush with the existing surface

Ensure all remaining overband is

414-A

See Subsection 414.06(b).

material flush with existing surface.

Fill crack with pre-formulated concrete, Type II

4" Asphalt

Pay Limits

Existing pavement

V a r ie s

Existing base course to a depth of 4" subgrade material pavement, base and Remove damaged

FULL DEPTH PATCH TYPE 2

ASPHALT CONCRETE PAVEMENT DETAIL

patch the perimeter of the

Section 412 around

Tack coat according to Subsection 418.04(b) according to

Remove pavement

ASPHALT PAVEMENT

AND FULL DEPTH PATCH

CRACK SEALING, FILLING,

Fog Seal

Notes:

5.

4.

3.

2.

1.

included in the pay item. See Section 418.

All items shown within the pay limits are

406.06.

Fog seal surface according to Subsection to Subsection 403.09.

Compact asphalt concrete, type II according coat according to Subsection 412.04.

Clean existing surface prior to applying tack construction.

based on conditions encountered at time of

Extent of patch to be determined by the CO

NOTES:

crack filling.

minimum below pavement surface prior to

Vegetation removal limits to extend 2" ensure adhesion to existing surface.

Force crack repair material into cracks to sealing and filling cracks.

manufacturer's recommendations for according to Section 414. Follow

Prepare cracks for sealing and filling

3.

2.

1.

Vegetation Removal3.

C76561 R E

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ANOISSEFORP DERET

SI

G E

R

LIVIC AI

NROFILAC FO E

TAT

S

G G

OL

LEK .E YE

L H

U s e r D

E N

P W

P

SPECIAL

Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g K a

M D .d g n

U.S. CUSTOMARY SPECIAL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

R1

501-A

P

M d e n p w p d p w ic s w o r k in g R s p a

M D .d g n

MINOR CONCRETE PAVEMENT

NOTES:

5.

4.

3.

2.

1.

REINFORCED, 6-INCH DEPTH.

CONCRETE PAVEMENT,

Pay Item 50101-0600, MINOR

Aggregate Base is incidental to locations for approval.

Submit planned construction joint prevent shrinkage cracking.

evenly spaced in middle of pad to transverse and longitudinal joint accessible parking to have

Proposed concrete pads for inches.

reinforcement not less than 15

Lap longitudinal and transverse joint sealing details.

See Special 501-B for joint and reinforced pavement.

pavement as shown for joints in plain portland cement concrete assemblies and tie bars for joints in

Provide the same type of dowel

5.

C76561 R E

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ANOISSEFORP DERET

SI

G E

R

LIVIC AI

NROFILAC FO E

TAT

S

G G

OL

LEK .E YE

L H

U s e r D

E N

P W

P

SPECIAL

Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g R s p a

M D .d g n

U.S. CUSTOMARY SPECIAL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

(typ.)

24" ty p

Longitudinal joint

PLAN

Transverse contraction joint

PROFILE

REINFORCED MINOR CONCRETE PAVEMENT

Dowel bar

PROFILE

PLAIN MINOR CONCRETE PAVEMENT

Dowel bar

PLAN

Traffic Traffic ty p c le a r

(typ.)

2" clear

(typ.)

2" clear ty p c le a r

See Note 2 See Note 2 reinforcement or No. 4 bars 4 x 4 - W6 x W6 welded wire

Slab reinforcement

Transverse contraction joint

(typ.)

Tie bar

No. 4 bars reinforcement or welded wire

4 x 4 - W6 x W6

Slab reinforcement

6" Aggregate Base

STATE PROJECT

NUMBER

R2

U s e r D

E N

P W

P

P

M d e n p w p d p w ic s w o r k in g R s p b

M D .d g n

T/3 T/3 T/3

Fixture or structure

NO SCALE

NOTES:

PAVEMENT JOINTS

MINOR CONCRETE

9.

8.

7.

6.

5.

4.

3.

2.

1.

501-B

See Specials 501-A or 502-B for reinforcement details.

See Section 712 for joint material requirements.

manufacturer.

shape factor of 2:1 or as recommended by sealant silicone sealant is used, maintain the width to depth

Maintain joint sealant shape factor of 1:1; except when construction with epoxy resin.

the tie bars and dowels into the existing concrete set into concrete during placement, drill and anchor

For construction joints, if tie bars and dowels are not planned construction joint locations for approval.

and longitudinal construction joints sparingly. Submit not included in the joint layout plan. Use transverse

Transverse and longitudinal construction joints are and length of the concrete surface.

Use expansion joint material extending the full depth

Install isolation joints when abutting a fixed structure.

joints.

Do not place tie bars within 15 inches of transverse for tie bars.

Deformed reinforcing bars or hook bolts may be used pavement.

and other steel used in the construction of concrete

Use epoxy-coated material for all tie bars, dowels, sealing details

See isolation joint

C76561 R E

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ANOISSEFORP DERET

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G E

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LIVIC AI

NROFILAC FO E

TAT

S

G G

OL

LEK .E YE

L H

U s e r D

E N

P W

P

SPECIAL

Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g R s p b

M D .d g n

U.S. CUSTOMARY SPECIAL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PLAIN - TRANSVERSE or LONGITUDINAL

CONTRACTION JOINT CONSTRUCTION JOINT

UNTIED - LONGITUDINAL

UNDOWELED - TRANSVERSE and

CONTRACTION JOINT

DOWELED - TRANSVERSE

CONTRACTION JOINT

TIED - LONGITUDINAL

CONSTRUCTION JOINT

TIED BUTT - LONGITUDINAL

ISOLATION/EXPANSION JOINT

DOWELED - TRANSVERSE TIED BUTT - TRANSVERSE

CONSTRUCTION JOINT

CONSTRUCTION JOINT

DOWEL BUTT - TRANSVERSE

MINOR CONCRETE PAVEMENT JOINT SEALING DETAILS

ISOLATION JOINT CONSTRUCTION JOINT SAWED OR FORMED JOINT

UNDOWELED - LONGITUDINAL

ISOLATION JOINT

T/2

T/2 T/2

T/2T/2

BAR SIZES

THICKNESS (T)

PAVEMENT

TIE BAR DIAMETER

DOWEL BAR

T

T

T

TT

T

T

T joint filler

Preformed

Joint sealant

Joint sealant

Backer rod

Fixed endGrease free end

T/2

KEYWAY - LONGITUDINAL

CONSTRUCTION JOINT

T/2 piece connectors)

(or approved two-sealing details

See sawed or formed joint joint sealing details

See sawed or formed joint sealing details

See sawed or formed

See isolation joint sealing details joint sealing details

See construction joint sealing details

See construction joint sealing details

See construction joint sealing details

See construction joint sealing details

See construction

T

Dowel cap

10 < T = 12

8 < T = 10

T = 8 1

9"9" 9"9"

18"18" 18"18"

9"9" 18"18"

Tie bar @ 30" c-c Tie bar @ 30" c-c

#6

#5

#5

(IN) (IN)

" keyway2 1T/3 x 1

18"18" Tie bar @ 30" c-c

#8 Tie bar @ 12" c-c

" typ.8 1" typ.8

1" typ.2

Dowel bar @ 12" c-c Dowel bar @ 12" c-c

Dowel bar @ 12" c-c

STATE PROJECT

NUMBER

T1

FOR SELECTION ONLY

C76561 R E

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ANOISSEFORP DERET

SI

G E

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LIVIC AI

NROFILAC FO E

TAT

S

G G

OL

LEK .E YE

L H

U s e r D

E N

P W

P _ Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g T S td

M D .d g n

NO SCALE

4.

3.

2.

1.

METAL ROUND PIPE CULVERT

METAL PIPE ARCH CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

STEEL ALUMINUM

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

SPAN x RISE

SIZE

PIPE ARCH

SIZE

PIPE ARCH

SPAN x RISE DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

COVER

MINIMUM

DIAMETER

SIZE

PIPE

SIZE

PIPE

DIAMETER COVER

MINIMUM

ALUMINUMSTEEL

of camber or increase the pipe culvert gradient.

elevation of the inlet invert, reduce the amount parabolic curve as designed exceeds the curve. If the midpoint elevation on the pipe length. Develop camber on a parabolic inverts an ordinate amount equal to 1% of the from a chord through the inlet and outlet

When directed, camber pipe culverts upward pavement for both flexible and rigid pavement.

from the top of the pipe to the top of the rigid pavements. Measure maximum fill height pavements, and to the top of the pavement for pipe culvert to the subgrade for flexible

Measure minimum cover from the top of the corrugation pipe.

Obtain approval before furnishing annular of helical lockseam and welded seam pipe.

corrugations are more restrictive than those

Fill heights for culvert pipe with annular lockseam and welded seam pipe only.

The fill heights in the table are for helical special analysis by the CO.

602-1

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

METAL PIPE CULVERT

Fill heights exceeding 100 feet require

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

0.060/160.075/140.105/120.135/10 0.164/8 0.060/160.075/140.105/120.135/10 0.164/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES

INCHES

INCHES

142 x 91

137 x 87

128 x 83

117 x 79

112 x 75

103 x 71

95 x 67

87 x 63

83 x 57

81 x 59

77 x 52

73 x 55

71 x 47

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

INCHES

3.5

INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

5" x 1" CORRUGATIONS

0.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.109/120.138/10 0.168/8

INCHES INCHES INCHES

103 x 71

95 x 67

87 x 63

81 x 59

73 x 55

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

3.5

" CORRUGATIONS2

1" x 3

METAL THICKNESS (INCH/GAGE)

3" x 1" CORRUGATIONS

0.135/100.105/120.075/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.060/160.135/100.105/120.075/140.060/16

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

STATE PROJECT

NUMBER

T2

C76561 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC AI

NROFILAC FO E

TAT

S

G G

OL

LEK .E YE

L H

U s e r D

E N

P W

P _ Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g T S td

M D .d g n

NO SCALE

2.

1.

SMOOTH SLEEVE BAND FLAT BAND

SEMI-CORRUGATED BAND

HELICAL BANDANNULAR BANDSTANDARD BAND CONNECTIONS

SLEEVE JOINT

SIDE VIEW SIDE VIEW SIDE VIEW

END VIEW

END VIEWEND VIEW

Oval Lug

Band Angle

Bar & Strap

Integral Flange Wedge and Strap

Stab type joint

Smoother sleeve with center stop.

DIAMETER

ROUND PIPE

SPAN × RISE

PIPE ARCH

CORRUGATION

W

Band Band

Band Bolts

Pipe

Band

Bolts

Angle

Pipe

BandBand

Bolts

Pipe heel and toe of angle of corrugation at fillet weld at crest

Rivet, spot weld, or

Angle

Wedge be used.

Highway Bridges, Division II Section 26 may criteria of AASHTO Standard specifications for devices that comply with the joint performance

Other types of coupling bands or fastening specified in the Special Contract Requirements.

Watertight pipe joints are not required unless of corrugation at heel and toe of angle

Rivet, spot weld, or fillet weld at crest strap connector

Bolt, bar and

Fabricate annular, helical and semi-corrugated type coupling bands from the same metal as [1]

For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to the [2] dimension of the end corrugation in the pipe.

[1]COUPLING BANDS FOR METAL PIPE CULVERT

Use annular corrugated bands with pipes having annular corrugations or with helical pipe [3] the connecting pipe. Provide coupling bands not more than 3 nominal sheet thicknesses

CORRUGATED

ANNULAR

CORRUGATED

HELICALLY

[4]BANDS

CORRUGATED

SEMI-

[2]SIZE

[3]BANDS [5]BANDS

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

W

BoltsBand

WW

602-2

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

MINIMUM BAND WIDTH (INCHES)

1 × 2

1 × 3

3 × 1

5 × 1 78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

87 × 64 to 142 × 91

60 × 46 to 81 × 59

87 × 64 to 142 × 91

60 × 46 to 81 × 59

49 × 33 to 83 × 57

17 × 13 to 42 × 29

10.5

10.5

10.5

10.5

10.5

10.5

10.5

INCHESINCHESINCHES

rerolled with 3" × 1" pipe corrugations.

COUPLING BAND

METAL PIPE CULVERT

having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on

" corrugations. A 12 inch band is acceptable on pipe ends 2 1" × 3

2pipe ends rerolled with 2 steel or 0.048 inch for aluminum. Fasten coupling bands with the following diameter of bolt:

thinner than the thickness of the pipe to be connected, and no thinner than 0.052 inch for or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.

Use a matching metal having a nominal thickness of not less than 0.040 inch for steel, Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or less.

"2 1" × 3

2The minimum band widths shown for 3" × 1" and 5" × 1" corrugated sizes apply to 2 corrugations on rerolled pipe ends.

diameter, required above 42" diameter

Second angle connection optional to 42" diameter, required above 42" diameter

Second angle connection optional to 42"

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

[6]underdrain

Use helical corrugated bands with pipes having helically corrugated ends.[4]

[5]

[6]

" for 18" round culvert (21" × 15" pipe arch) or less8

" for 21" round culvert (24" × 18" pipe arch) or more2

STATE PROJECT

NUMBER

T3

C76561 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC AI

NROFILAC FO E

TAT

S

G G

OL

LEK .E YE

L H

U s e r D

E N

P W

P _ Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g T S td

M D .d g n

NO SCALE

See Section 704 for bedding and backfill requirements.

dimension of all pipe arch culverts.

H equals the diameter of all round pipe culverts or the rise amount of camber or increase the pipe culvert gradient.

designed exceeds the elevation of the inlet invert, reduce the curve. If the midpoint elevation on the parabolic curve as to 1% of the pipe length. Develop camber on a parabolic through the inlet and outlet inverts an ordinate amount equal

When directed, camber pipe culverts upward from a chord

3.

2.

1.

be adjusted to tie into impervious material.

granular material is used for backfill. Width may material at the pipe culvert inlet where

Construct piping plug of impermeable backfill

MULTIPLE PIPE INSTALLATION

PIPING PLUG

TRENCH EXCAVATION IN EMBANKMENT

BELOW NATURAL GROUND OR

ON UNSTABLE MATERIAL

NATURAL GROUND

ABOVE AND BELOW

ON NATURAL GROUND

ABOVE NATURAL GROUND

ON UNYIELDING MATERIAL

PIPE BEDDING

ELEVATION

SECTION A-A

LEGEND:

Bedding material (uncompacted)

Impermeable backfill material.

BEDDING DEPTH

MINIMUM SPACING

SPACING

or SPAN

DIAMETER

PIPE SIZE (H) DEPTH

Roadway embankment Roadway embankment

Natural ground

Toe plate Toe plate

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

H

Width

H H

H H

H H

H H

H

H

H

H

Finished subgrade Finished subgrade

Natural ground

Finished subgrade

Pipe culvert

Embankment slope

High water elevation treatment

Culvert end

Piping plug before trench excavation embankment height

Finished subgrade or

Original natural ground surface

A

A

Finished subgrade

Roadway embankment

Roadway embankment

Finished subgrade trench excavations

Embankment material placed in layers

Compacted backfill material placed in layers not backfill in accordance with Section 614.

depth table

See bedding excavation in trench

HH

compact in layers not over compressible material. Lightly and replace with selected fine

Remove unyielding material fill material properly compacted with approved granular foundation firm bearing soil and replace

Remove unstable material to

Bedding

Bedding

Bedding

Bedding

H whichever is less

Half diameter or

(see table)

Minimum spacing or Span

Diameter or Span

Diameter section

Metal endMetal end section

602-3

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2017

REVISED: 4/1994 6/2005

or 36" (max.) for embankment installations not exceeding 6" compacted depth.

exceeding 6" compacted depth; or lean concrete

> 54"

12" to 54"

6"

4"

18" (min.)

6" in uncompacted depth.

* Reduce to 18" for

UP to 48"

48" and UP

24" span or 36", PIPE CULVERT BEDDING

METAL AND PLASTIC

2'-0" ±

1'-0" ±

18" ±

18" ±18"±

(min.)

6"

(min.)

6"

12" (min.), 24" (max.)

"/foot of cover,2 minimum

1'-0"

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

2H or 12' (max.)

2H or 12' (max.) 2H or 12' (max.) 2H or 12' (max.) 2H or 12' (max.)

2H or 12' (max.)2H or 12' (max.)

2H or 12' (max.) 2H or 12' (max.)

STATE PROJECT

NUMBER

T4

C76561 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G E

R

LIVIC AI

NROFILAC FO E

TAT

S

G G

OL

LEK .E YE

L H

U s e r D

E N

P W

P _ Various Routes

CA FTFW MODO

CA

P

M d e n p w p d p w ic s w o r k in g T S td

M D .d g n

8.

7.

6.

5.

4.

3.

2.

1.

ROUND OR PIPE ARCH CULVERT

PIPE ARCH CULVERTROUND PIPE CULVERT

OR OUTLET END OF CONCRETE PIPE

CONNECTION TO METAL PIPE

DESIGN C

SECTION A-APLAN

ELEVATION ELEVATION

Slope

Toe plateToe plate riveted or welded connection

For all sizes of round pipe and pipe arch

END SECTIONS FOR ROUND PIPE CULVERT

END SECTIONS FOR PIPE ARCH CULVERT

A (min) B (max) H (min) W (max) Approx.

SLOPE

A (min) B (max) H (min) W (max) Approx.

SLOPE

A

A

PIPE INLET END

CONNECTION TO CONCRETE

DESIGN B

CORRUGATED METAL PIPE

CONNECTION TO ANNULAR

DESIGN A

diameter

Span or

B

L

AWA

End Section

SpanR is e

Di am et er

Toe plate extension

(min. width A+W)

Toe plate extension

Corner plate

(min. width A+W)

Toe plate extension

Corner plate

Reinforced edge

Pipe coupling band shop bolted to

End section

Pipe culvert

Expander lug End section steel or aluminum pipe

Smooth galvanized

Bolted or welded

Threaded rod

Rod holder connector

Flat strap Pipe culvert Pipe culvert

End section End section

Strap bolt

Pivot bolt

H H

Supplement the reinforced edges of end sections for reinforcement bolted or riveted under the center panel seam.

Fabricate multiple piece bodies with lap seams tightly joined type for the pipe culvert specified.

pipe culvert sizes. Coupling bands may be any acceptable

Design C may be used in lieu of design A for all metal match the inside diameter of the concrete pipe culvert.

Fabricate the diameter of the end section of Design B to for manufacturer's standards.

Variations in design and dimensions are permitted to allow end sections.

Warp embankment slopes to match the slope of the flared

Use toe plate extension where shown on the plans.

extensions from the same metal thickness as the panel body.

Fabricate connector section, corner plate and toe plate attached with bolts or rivets.

602-4

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2007

REVISED: 4/1994 6/2005

METAL END SECTIONS

60" and larger diameter pipe and 66" and larger

" bolts8 3spacing for

35" × 24" thru 66" × 51" pipe arch

For 30" thru 60" round pipe and

17" × 13" thru 28" × 20" pipe arch

For 12" thru 24" round pipe and

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.079

0.079

0.064

0.064

0.064

0.064

0.064

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.075

0.075

0.060

0.060

0.060

0.060

0.060

112 × 75

103 × 71

95 × 67

87 × 63

83 × 57

81 × 59

77 × 52

73 × 55

71 × 47

66 × 51

64 × 43

60 × 46

57 × 38

49 × 33

42 × 29

35 × 24

28 × 20

24 × 18

21 × 15

17 × 13

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.079

0.079

0.064

0.064

0.064

0.064

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.075

0.075

0.060

0.060

0.060

0.060

INCHES

SPAN × RISE

PIPE SIZE METAL THICKNESS

STEEL ALUMINUM

INCHES GAGE INCHES GAGE

INCHES

DIMENSIONS

L (±2")(INCHES)

DIAM.

VALENT

EQUI-

INCHES

DIAMETER

PIPE SIZE

STEEL

METAL THICKNESS

INCHES GAGE

ALUMINUM

INCHES GAGE

INCHES

DIMENSIONS

L (±2") m in

12" (max.) hole lap after expansion

1" Minimum

13" for 30" dia. and over.

culvert less than 30" dia.

7" for concrete pipe

" bolts8 3spacing for m in

12" (max.) hole at 6" centers (max.) or equivalent

" angle4 1" × 2

1" × 22 1equivalent pipe arch provide 2

" bolts8 3flared end section with

" rivets or bolts. Fabricate end section center panels 8 3by

On end section center panels for 66" and larger from 0.138 inch steel or 0.135 inch aluminum.

for 60" and larger diameter pipe and equivalent pipe arch

" stiffener angles 4 1" × 2

1" × 22 1equivalent pipe arch with 2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

edge

Reinforced

Pay Limit

Pipe Culvert

STATE PROJECT

NUMBER

T5

6' - 7'

"R2

"R8

1" Grout

" Sealant 2

PLAN VIEW

SECTION B-B SECTION A-A

See Note 3

Steel rod

1" R

"4 surface

Pavement "

See Note 4

#4 Reinforcing steel (typ.)

1' (typ.)

" (typ.)16

72 A

A

BB

6' - 7'

1' 1'-6"1'1'-6"

1' 1'

" (typ.)2

" (typ.)2

PLAN VIEW

C

C

SECTION C-C

6' - 7'

1' (typ.)

Formed hole for pin (typ.)

Formed hole for pin (typ.)

Formed hole for pin (typ.)

" Sealant 2

1" Grout

See Note 3

Steel rod

"R8

1" R

1 surface

Pavement

"4

"2

"R2

2" "8

"4

"4

2"

"8

4"

See Note 4

#4 Reinforcing steel (typ.)

"8

6' - 7'

' - 7

Wheelstop

W h e e lsto p

Varies

"2

HEAD-ON PARKING

ANGULAR PARKING

Edge of pavement

NO SCALE

WHEELSTOP LAYOUT

CONCRETE WHEELSTOP WITH DRAIN

CONCRETE WHEELSTOP WITHOUT DRAIN

Stall lines

Stall lines

6" (min.)*

1' 1'1'-6" (typ.)

Edge of pavement

NOTES:

1 inch of ends of wheelstop.

Extend the reinforcing steel to within

Subsection 609.08.

-inch steel rods according to 4 3steel or

Pin the wheelstops with No. 6 reinforcing the approval of the CO.

to meet manufacturer's standards with

Variations in wheelstops will be allowed perpendicular to stall lines.

Center wheelstops between and

3.

2.

1.

4.

CONCRETE WHEELSTOP

609-A wall or other obstructions as directed by the CO.

* Increase distance for accessible path of travel, C76561 R E

E

NI

G

NE

L

ANOISSEFORP DERET

SI

G…